Deflection of Radial 3 [PDF]

Citation preview

1



2



3



4



5



6



1 2



A



-25 -21



33 39



A B



38



B



14 6



Def. After Swing/Rotation -> -25



31



37



34



10



D



22



E



14



30



40



-20



C



45



20



6



8



ITEM



QTY



PART NUMBER



DESCRIPTION



MASS (kg)



1



1



44899-21000



GANTRY ASSY



7365.83



2



1



44899-24000



SLEW BEARING STRUCTURAL ASSEMBLY



389.91



3



1



44899-22000



TRESTLE ASSY



1500



4



1



44899-22600



FRONT COMPRESSION STRUTS ASSY



1365.14



5



1



44899-22700



REAR COMPRESTION STRUT ASSY



1538.07



6



1



44899-23100



WALKWAY ASSY 1



574.71



7



1



44899-23200



WALKWAY ASSY 2



845.64



8



1



44899-23300



WALKWAY ASSY 3



642.72



9



1



44899-23400



HEAD END PLATFORM ASSEMBLY



1747.14



10



1



44899-23110



PLATFORM TIE BEAM



75.5



11



10



44899-22810



TRESTLE PIN



2.3



12



64



-



BOLT, M20x70 LG. 8.8S, GAL, +1 NUT +1 FW



-



13



4



-



BOLT, M20x60 LG. 8.8S, GAL, +1 NUT +1 FW



-



J14



6



-



BOLT, M16x50 LG. 8.8S, GAL, +1 NUT +1 FW



-



15



10



-



BOLT, M12x70 LG. 8.8S, GAL, +1 NYLOC NUT +1 FW



-



A



B



14



37 45



00



30 21



36



C



F



7



7



29



7



G 13



19



2



-3



7 15 -4



C



-48



00



-53 -136



1



-145



D



D



8 -48



-53



-136



5



-143



E



E



9 TYP. ON ALL 15 PINS 10



11 10



13 4



3



F



F



4



12 64



11 10



15 10



FOR SLEW DRIVE ASSY REF: 44899-51000



NOTES:



G



1. 2. 3. 4.



Actual Deflection



5. 6. 7. 8. 9. 10.



DRG. STATUS



H



MANUFACTURING TOLERANCES U.N.O.



ISSUED FOR CONSTRUCTION



REV



DRW



DATE



CHK



ECR



APP



FABRICATION



UP TO 300mm..................................±1mm 301mm TO 3000mm.........................±2mm >3000mm..........................................±3mm



DESCRIPTION



MACHINING



DRAWING No. CURRENT REVISION DETAILS



MHD-WS-45 A3 Rev 3



1



0 DECIMAL PLACES.....................±0.5mm 1 DECIMAL PLACE........................±0.2mm 2 DECIMAL PLACES.....................±0.1mm 3 DECIMAL PLACES...................±0.05mm



DESCRIPTION REFERENCED DOCUMENTS & DRAWINGS



2



3



ANGULAR..........................................±0.5°



4



DO NOT SCALE DRAWING ALL DIMENSIONS ARE IN MILLIMETERS U.N.O



COPYRIGHT STRICTLY RESERVED - HALLEY & MELLOWES PTY LTD



SCALE



1:100



DRAWN



PL



16/01/17



CHECKED



GE



16/01/17



A3



ENGINEER JH



16/01/17



5



TEL: +61 2 4389 6191 email:[email protected] Web: www.hmagroup.com.au



TITLE.



TUJUH BUKIT GOLD AGGLOMERATE STACKER CONVYOR STRUCTURAL ARRAGEMENT 6



G



HALLEY & MELLOWES PTY LTD



THE DESIGN AND TECHNICAL INFORMATION AS DETAILED ON THIS DRAWING IS THE EXCLUSIVE PROPERTY OF HALLEY & MELLOWES PTY LTD AND MUST NOT BE REPRODUCED, COPIED OR COMMUNICATED IN WHOLE OR IN PART TO ANY PURPOSE WITHOUT OBTAINING PERMISSION OF HALLEY & MELLOWES IN WRITING



THIRD ANGLE PROJECTION



APPROVED



TOTAL MASS THIS DRAWING: 16095.65 kg X.X DENOTES INSPECTION DIMENSION DIMENSIONS ARE SYMMETRIC ABOUT CENTRE LINES U.O.S. ALL DIMENSIONS SHOWN ARE FINISHED DIMENSIONS AND NO ALLOWANCE HAS BEEN MADE FOR WELD SHRINKAGE OR OTHER MANUFACTURING PROCESSES ALL WELDING TO BE IN ACCORDANCE WITH AS1554 CAT SP ALL WELDS TO BE 6mm CONTINUOUS FILLET U.O.S. REMOVE ALL BURRS AND SHARP EDGES ALL BOLTS TO BE EQUIVALENT TO AS1252 CONSTRUCTION BOLT TIGHTENING TO BE EQUIVIENT TO A4100 LUBRICATE TRESTLE PINS WITH LITHIUM BASED GREASE PRIOR TO INSTALLATION



PROJECT NO.



44899



DRG. NO.



44899-20000 7



H



PROJECT DESCRIPTION



TUJUH BUKIT GOLD



SHT.



1 / 3



8



REV.



0



1



2



457 STAIRS



3



1223 EDGE OF WALKWAY



A



4



5



6



0 10-2



0 10-2



10



TYP. WALKWAY GAP.



6



7



333 WALKWAY OVERLAP



TYP. WALKWAY GAP.



3



8



9



8



A



1600



1



B



B



150 1500 C



1500 TYP SPACING C



31564 OVERALL 3920



D



15150



10325 7500 I.P.



78 TYP. HANDRIAL GAP CL SLEW / LOADING B



6



C



D



6000 I.P. A



POINT



7



9



8



3



4



E



B



4



5



1



C



1680



BASE PLATE FACE T.O.SLEW DRIVE STRUCTURE A



2853 I.P.



430 MANUFACTURING TOLERANCES U.N.O.



ISSUED FOR CONSTRUCTION



REV



-



DRW



-



DATE



-



CHK



-



ECR



-



APP



-



FABRICATION



UP TO 300mm..................................±1mm 301mm TO 3000mm.........................±2mm >3000mm..........................................±3mm



DESCRIPTION -



MACHINING



DRAWING No.



CURRENT REVISION DETAILS MHD-WS-45 A3 Rev 3



1



0 DECIMAL PLACES.....................±0.5mm 1 DECIMAL PLACE........................±0.2mm 2 DECIMAL PLACES.....................±0.1mm 3 DECIMAL PLACES...................±0.05mm



DESCRIPTION REFERENCED DOCUMENTS & DRAWINGS



2



3



5702



G



3142 I.P.



DRG. STATUS



F



ANGULAR..........................................±0.5°



4



DO NOT SCALE DRAWING ALL DIMENSIONS ARE IN MILLIMETERS U.N.O



COPYRIGHT STRICTLY RESERVED - HALLEY & MELLOWES PTY LTD



SCALE



1:100



DRAWN



PL



16/01/17



CHECKED



GE



16/01/17



A3



ENGINEER JH



HALLEY & MELLOWES PTY LTD



THE DESIGN AND TECHNICAL INFORMATION AS DETAILED ON THIS DRAWING IS THE EXCLUSIVE PROPERTY OF HALLEY & MELLOWES PTY LTD AND MUST NOT BE REPRODUCED, COPIED OR COMMUNICATED IN WHOLE OR IN PART TO ANY PURPOSE WITHOUT OBTAINING PERMISSION OF HALLEY & MELLOWES IN WRITING



THIRD ANGLE PROJECTION



APPROVED



302 TO I.P.



G



H



2790 I.P.



47°



54°



5552



3



2445 I.P.



5939



F



6155 T.O. CUT DOWN



2



6202 T.O. MAIN BEAM



707



E



2145



TUJUH BUKIT GOLD AGGLOMERATE STACKER CONVYOR STRUCTURAL ARRAGEMENT



16/01/17



5



TEL: +61 2 4389 6191 email:[email protected] Web: www.hmagroup.com.au



TITLE.



6



PROJECT NO.



44899



DRG. NO.



44899-20000 7



H



PROJECT DESCRIPTION



TUJUH BUKIT GOLD



SHT.



2 / 3



8



REV.



0



1



2



3



4



1600



5



6



7



8



800



600 WALK TYP.



200



A



487 11



500 x 200 x 88



B



56 SLEW BEARING



3465



1 C



U/S STRUCTURE



2 D



1600



1



11



E



100



15



CL I.P.



SECTION C-C



400 CRS



E



6



SECTION B-B



150 SLEW SUPPORT



144



6222



D



2613



3



F



B



1600 CRS



11



C



A



500



1007



1



5 15



11



3



175 100 175



DETAIL 3 SCALE 1 : 15



1100 CRS



321



631



15



DETAIL 4 SCALE 1 : 15



1600



2200



F



12 64 TYP.



3 11



G



4



4



G



2200



6000 WHEEL CRS TO I.P.



25 CRS TO BOLT



SECTION A-A DRG. STATUS



H



MANUFACTURING TOLERANCES U.N.O.



ISSUED FOR CONSTRUCTION



REV



DRW



DATE



CHK



ECR



APP



FABRICATION



UP TO 300mm..................................±1mm 301mm TO 3000mm.........................±2mm >3000mm..........................................±3mm



DESCRIPTION



MACHINING



DRAWING No.



CURRENT REVISION DETAILS MHD-WS-45 A3 Rev 3



1



0 DECIMAL PLACES.....................±0.5mm 1 DECIMAL PLACE........................±0.2mm 2 DECIMAL PLACES.....................±0.1mm 3 DECIMAL PLACES...................±0.05mm



DESCRIPTION



REFERENCED DOCUMENTS & DRAWINGS



2



3



ANGULAR..........................................±0.5°



4



DO NOT SCALE DRAWING ALL DIMENSIONS ARE IN MILLIMETERS U.N.O



COPYRIGHT STRICTLY RESERVED - HALLEY & MELLOWES PTY LTD



SCALE



1:30



A3



DRAWN



PL



16/01/17



CHECKED



GE



16/01/17



ENGINEER APPROVED



JH



HALLEY & MELLOWES PTY LTD



THE DESIGN AND TECHNICAL INFORMATION AS DETAILED ON THIS DRAWING IS THE EXCLUSIVE PROPERTY OF HALLEY & MELLOWES PTY LTD AND MUST NOT BE REPRODUCED, COPIED OR COMMUNICATED IN WHOLE OR IN PART TO ANY PURPOSE WITHOUT OBTAINING PERMISSION OF HALLEY & MELLOWES IN WRITING



THIRD ANGLE PROJECTION



TUJUH BUKIT GOLD AGGLOMERATE STACKER CONVYOR STRUCTURAL ARRAGEMENT



16/01/17



5



TEL: +61 2 4389 6191 email:[email protected] Web: www.hmagroup.com.au



TITLE.



6



PROJECT NO.



44899



DRG. NO.



44899-20000 7



H



PROJECT DESCRIPTION



TUJUH BUKIT GOLD



SHT.



3 / 3



8



REV.



0